CN207863105U - One kind using circular form gutter for hillside fields and Group Buildings construction - Google Patents
One kind using circular form gutter for hillside fields and Group Buildings construction Download PDFInfo
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- CN207863105U CN207863105U CN201721350733.3U CN201721350733U CN207863105U CN 207863105 U CN207863105 U CN 207863105U CN 201721350733 U CN201721350733 U CN 201721350733U CN 207863105 U CN207863105 U CN 207863105U
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- gutter
- support frame
- double
- corrugated pipe
- wall corrugated
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Abstract
The utility model is related to one kind being used for hillside fields and Group Buildings construction circular form gutter, it includes the supporting rack and double-wall corrugated pipe of mortar, " door " font, it is used as a kind of fixation and pulling apparatus by horizontally disposed cross-arm in the middle part of support frame as described above, and the double-wall corrugated pipe half-and-half splitted, realize the recycling in the gutter；And only cut open the making of pipe and supporting rack, traditional brick gutter is compared, a large amount of material cost and cost of labor are saved.
Description
Technical field
The utility model belongs to the realm of building construction, is related to one kind and is drained with circular form for hillside fields and Group Buildings construction
Ditch.
Background technology
In construction site, the general project under construction period is 1~3 year, work progress can encounter life water, rainwater,
The demand of the drainings such as lower water.In order to which construction drainage, prevention Pluvial arrive to carry out flood control measure in advance, avoid leading to weight because of ponding
Major break down.Therefore, both otherwise influence construction road integrality, while ensureing construction site without ponding, the prior art can generally adopt
With brick gutter, depth of drainage ditch and width reach displacement requirement, while sand sediment trap is arranged, to ensure that ditch internal drainage is logical
Freely.
For temporary drainage, this method used by the prior art is disadvantageous in that：
1, it is low that rate can be recycled in material.
Conventional discharge ditch uses brick form, and material includes brick, mortar, cement, these materials of conventional discharge ditch exist
It was difficult to recycle, and utilization rate is low after using.
2, working procedure is more, long construction period.
Conventional discharge ditch needs a variety of working procedures such as to excavate groove, build gutter, plaster by laying bricks or stones.Under normal circumstances, group
The floor space of building is wide, and the drainage ditch amount to be built by laying bricks or stones is big, long construction period.
3, construction cost is high.
Material cost used in conventional discharge ditch is high, since working procedure is more, due to long construction period etc., causes to need
Workload increase, cost of labor also accordingly increases, and every meter of cost of contract for labour and materials at present is at 30 yuan or so.
Utility model content
The utility model aim is that providing one kind being used for hillside fields and Group Buildings construction circular form gutter, can solve
Certainly material can be recycled that rate is low and construction is complicated, problem with high costs in the prior art.
In order to solve the above technical problems, the utility model provides the following technical solutions：
One kind using circular form gutter, including mortar, supporting rack, double-wall corrugated pipe for hillside fields and Group Buildings construction,
The mortar, which is filled out, to be laid in native soil, and support frame as described above is " door " font, and the mortar and original soil are inserted into support frame as described above lower part
It in layer, carries out that slope, support frame as described above top is looked for be located on road plane by adjusting insertion depth, water in the middle part of support frame as described above
Flat setting cross-arm, the cross-arm length are the double-wall corrugated pipe diameter, and support frame as described above middle part vertical height is the double-walled
Bellows radius, the double-wall corrugated pipe are half-and-half splitted, and are limited to what cross-arm in the middle part of support frame as described above was formed with road plane
In region.
Preferably, it is equipped with groove in supporting rack upper end, straight muscle is inserted into the groove, by lifting the straight muscle
The cross-arm can be driven to pull out the double-wall corrugated pipe.
Preferably, support frame as described above is steel structure.
Preferably, paving fine sand compacting is filled out in gap between the double-wall corrugated pipe and support frame as described above middle part cross-arm.
Preferably, the paving mortar is filled out in gap between outside and road plane in the middle part of support frame as described above.
Preferably, the gutter forms bending by the way that the double-wall corrugated pipe itself is flexible.
Preferably, support frame as described above lower vertical height is 200 millimeters, and support frame as described above Upper vertical height is 100 millis
Rice.
Preferably, the mortar layer thickness is 50 millimeters.
Preferably, support frame as described above is arranged one at interval of 3 meters.
Technological process is as follows：
Surveying setting-out-channel excavation-paving back-up sand starch-places steelframe-filling sand and be compacted-cuts open Guan Fangguan-pipeline connection
Handle-try water in port.
The beneficial effects of the utility model are：The utility model can choose different pipes according to live actual displacement
The double-wall corrugated pipe of diameter is as gutter.Globality based on double-wall corrugated pipe can be good at that the gutter gradient is arranged, meet
Slope requirement, displacement requirement.On this basis, the utility model can realize that recycling for material, the utility model use
Tubing be HDPE double-wall corrugated pipes, double-wall corrugated pipe is a kind of novel light tubing using high density polyethylene (HDPE) as raw material,
Has the characteristics that light-weight, high pressure resistant, good toughness, fast, long lifespan of constructing, cooperation means for supporting reinforcement steel bar can be realized fixed and be repeated sharp
Function.In addition, the utility model can reduce construction cost, the utility model only carries out cuing open pipe and means for supporting reinforcement steel bar
Making, compare traditional brick gutter, save a large amount of material cost and cost of labor, directly embodied from economic aspect
Advantage.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model one embodiment.
Fig. 2 is the sectional view of the utility model one embodiment.
Fig. 3 is the vertical view of the utility model one embodiment.
Fig. 4 is the structural schematic diagram of the utility model supporting rack, double-wall corrugated pipe and straight muscle.
Fig. 5 is the vertical view of one embodiment of the utility model bending process.
Specific implementation mode
As shown in Figure 1, Figure 2, shown in Fig. 3 and Fig. 4, the gutter of the embodiment includes mortar 1, supporting rack 2, double-wall corrugated pipe 3,
The mortar 1, which is filled out, to be laid in native soil, and support frame as described above 2 is " door " font steel structure, and institute is inserted into support frame as described above lower part 23
It states in mortar 1 and native soil, carries out that slope, support frame as described above top 21 is looked for be located on road plane by adjusting insertion depth,
22 horizontally disposed cross-arms 24 in the middle part of support frame as described above, 24 length of the cross-arm are 3 diameter of the double-wall corrugated pipe, support frame as described above
22 vertical height of middle part is 3 radius of the double-wall corrugated pipe, groove 211 is equipped on 21 top of supporting rack top, in the groove
It is inserted into straight muscle 212 in 211, the cross-arm 24 can be driven to pull out the double-wall corrugated pipe 3 by lifting the straight muscle 212.It is described
Double-wall corrugated pipe 3 is half-and-half splitted, and is limited in the region that cross-arm 24 is formed with road plane in the middle part of support frame as described above.It is described
The paving compacting of fine sand 25 is filled out in gap between cross-arm 24 in the middle part of double-wall corrugated pipe 3 and support frame as described above.In the middle part of support frame as described above 22 outsides with
Gap, which is filled out, between road plane spreads the mortar 1.
23 vertical height of support frame as described above lower part is 200 millimeters, and 21 vertical height of support frame as described above top is 100 millimeters.
1 layer thickness of the mortar is 50 millimeters.Support frame as described above 2 is arranged one at interval of 3 meters.
In the present embodiment, gutter is laid using surface insertion form, using support frame as described above 2 as a kind of fixation
And pulling apparatus, reuse the gutter.The pipe of the HDPE double-wall corrugated pipes 3 is chosen according to site operation drainage requirement
Diameter half-and-half splits the double-wall corrugated pipe 3, is inserted into the depth of the mortar 1 using support frame as described above 2 gutter slope is arranged
Degree, means for supporting reinforcement steel bar are arranged one every 3 meters, and the double-wall corrugated pipe 3 is stably placed at the cross of portal frame reinforcing bar
In load 24.Support frame as described above 2 is lifted, while pulling out the double-wall corrugated pipe 3, the method so that the present embodiment is Ke Xunhuanliyong,
And simplify construction procedure.
As shown in figure 5, in the embodiment that the utility model carries out bending process, the double-wall corrugated pipe 3 itself is flexible
Bending is formed, the groove of the present embodiment adaptably excavates into bending, forms forniciform gutter.
Described above is only the preferred embodiment of the utility model, cannot limit the utility model with this certainly
Protection domain.Any equivalents and replacement to technical solutions of the utility model, all in the scope of protection of the utility model
Within.
Claims (9)
1. one kind is for hillside fields and Group Buildings construction circular form gutter, including mortar, supporting rack, double-wall corrugated pipe, institute
It states mortar and fills out and be laid in native soil, it is characterised in that：Support frame as described above is " door " font, and the sand is inserted into support frame as described above lower part
In slurry and native soil, carry out that slope, support frame as described above top is looked for be located on road plane by adjusting insertion depth, the support
Cross-arm is horizontally disposed in the middle part of frame, the cross-arm length is the double-wall corrugated pipe diameter, and support frame as described above middle part vertical height is
The double-wall corrugated pipe radius, the double-wall corrugated pipe are half-and-half splitted, and it is flat to be limited to cross-arm and road in the middle part of support frame as described above
In the region that face is formed.
2. gutter as described in claim 1, it is characterised in that：It is equipped with groove in supporting rack upper end, in the groove
It is middle to be inserted into straight muscle, move the cross-arm pull-out double-wall corrugated pipe by lifting the straight rib tape.
3. gutter as described in claim 1, it is characterised in that：Support frame as described above is steel structure.
4. gutter as described in claim 1, it is characterised in that：In the middle part of the double-wall corrugated pipe and support frame as described above between cross-arm
Paving fine sand compacting is filled out in gap.
5. gutter as described in claim 1, it is characterised in that：Gap is filled out between outside and road plane in the middle part of support frame as described above
Spread the mortar.
6. gutter as described in claim 1, it is characterised in that：The gutter passes through the double-wall corrugated pipe itself flexibility
Form bending.
7. gutter as described in claim 1, it is characterised in that：Support frame as described above lower vertical height is 200 millimeters, described
Supporting rack Upper vertical height is 100 millimeters.
8. gutter as described in claim 1, it is characterised in that：The mortar layer thickness is 50 millimeters.
9. gutter as described in claim 1, it is characterised in that：Support frame as described above is arranged one at interval of 3 meters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721350733.3U CN207863105U (en) | 2017-10-19 | 2017-10-19 | One kind using circular form gutter for hillside fields and Group Buildings construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721350733.3U CN207863105U (en) | 2017-10-19 | 2017-10-19 | One kind using circular form gutter for hillside fields and Group Buildings construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207863105U true CN207863105U (en) | 2018-09-14 |
Family
ID=63474590
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721350733.3U Active CN207863105U (en) | 2017-10-19 | 2017-10-19 | One kind using circular form gutter for hillside fields and Group Buildings construction |
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| Country | Link |
|---|---|
| CN (1) | CN207863105U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113653156A (en) * | 2021-09-07 | 2021-11-16 | 中国二十二冶集团有限公司 | HDPE double-wall corrugated pipe drainage ditch construction method |
-
2017
- 2017-10-19 CN CN201721350733.3U patent/CN207863105U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113653156A (en) * | 2021-09-07 | 2021-11-16 | 中国二十二冶集团有限公司 | HDPE double-wall corrugated pipe drainage ditch construction method |
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